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J MINI#AUM WIDTH OF CONCRETE,
J PRECAST OR MASONRY FOOTINGS (Inchea)_ - -
LOAD-BEAnINO VALUE OF BOIL (pet)
- - - - j
1,600 2 _21 �._a o00 ---1 _ z 4,000 -
-.--"-�'-'-�'•"---- Conwndlot,a►1lght-frame construction
Y 1- Imy 12
C _ --_
2 �Inty 19 12 (Z 12
i Ivry _ 23_ - --- I t- - -- 12 -�_ -12 --
4 Inch bi lok vetxsr over light from* or 8 -Inch hollow concrete masonry
�. i1 ,12 1?_ N>I _Story _ 12 - 12 12 --- - —12 -
+ it( i1r:.t r 1t�t4. 2 -story �21 16 — 12 _ 12
- 3.story 32 24 )6 - 12
8 -Inch solid or fully grouted masonry
I slot y I h I _ l2 12
- �?1l SVeh _t�lr1 i ----
Cc1l (:.) ._1-yIP.IT 29 - - - 14 12
• �/' T'1Xc d' 1 1 .I Tli1t �)rVl i(TRATIc)f,) 2 sivey -- -- 21 - --- - - - --- -
3 story 21- 16
i10 R.1?_ 92", ho SLI nch = 25.4 min,
I pounJ per ~quare foot= 0.0479 kPu.
4 �t'1 r^+Zq"�14'►bl a. Where minimum footing width in 12 inches, Use of x single wydie olid
f so
- - -. or fully 8routed 12 -itch notninel concrete rnx Conry units is pennittal.
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TABLE R602.10.6.1
....,,...,as unj rir%^uwM cnor_Fc CnR aAPTMnn ABW BRACED WALL PANELS
SEISMIC DESIGN CATEGORY AND WIND SPEED
SUPPORTING/STORY
HOLD-DOWN FORCE (pounds)
Height of Braced Wall Panel
8 feet
--jfeet
10 feet
11 feet
12 feet
SDC A, B and C
Ultimate design wind speed < 140 mph
One story
1,800
1,800
1,800
2,000
2,200
First of two stories
3,000
3,000
3,000
3,300
3,600
SDC Do, D and DZ
Ultimate design wind speed <140 mph
One story
1,800
1,800
1,800
NP
NP
First of two stories
3,000
3,000
3,000
NP
NP
For SI: 1 inch = 25.4 rim, 1 foot = 304.8 mm, I pound = 4.45 N, 1 mile per hour = U.44 / Trus.
NP = Not Permitted.
N x M HMIO OM MO. 111111111111110 diAllPlrlly 0
MIN. 318- WOOD
STRUCTURAL PANEL —
SHEATHING ON ONE FACE
MIN. 2 X 4 FRAMING MIN. --
DOUBLE STUDS REQUIRED.
(2) HOLD -DONT! OR (2) STRAP -TYPE
ANCHORS PER TABLE 860214.6,1 (C
OF EACH SHOWN FOR CLARITY) -
STRAP -TYPE ANCHORS SHALL BE
PERMITTED TO BE ATTACHED OVER
THE WOOD STRUCTURAL PANEL
PANEL MUST BE ATTACHED
TO CONCRETE FOOTING OR
CONCRETE FOUNDATION ---
WALL CONTINUOUS OVER
BRACED WALL UNE
(2)112' DIAMETER ANCHOR
BOLTS LOCATED BETWEEN
6' AND 12' OF EACH END OF
THESEGMENT
For SL 1 inch = 25.4 mm.
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PANEL LENGTH P ER
TABLE R60210,5
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-l�IICc��JCIZt�Tt
(Z) -1i
cc,r IT T760TIt .)i � UIJ oui1 ,1 n�aF
- I `7 V_. (_. I ,fir G z�42>C�� f "�'c�►1
0;2 PANEL SPLICE ZIF NEEDED)
A03i�IrHivG PAIIEL ECGES SHALL MEET
OVER ANO BE FASTENED TO COMMON
FR ,MIN G
vG OOiAiJON OR GALV. BOX NAILS @ 6"
O C AT PANEL EOGE8 FOR SINGLE
STORY AND @ T O.0 PANEL EDGES
FOR T HE FIRST OF 2 STORIES
STUDS UNDER HEADER AS REQUIRED
80 COMMON OR GALV. BOX NAILS @ 12-
0 C AT INTERIOR SUPPORTS
MIN. REINFORCING OF FOUNDATION,
ONE +ltd BAR TOP AND BOTTOM, LAP
BARS 15 MINIMUM.
MINIMUM FOOTING SIZE UNDER
OPENING IS 12- X 12'. A TURNED -DOWN
SLAB SHALL BE PEWAITTED AT DOOR
OPENINGS
FIGURER602.10.6.1
METHOD ABW-ALTERNATE BRACED WALL PANEL
2015 INTERNATIONAL RESIDENTIAL CODE'
(Z i 5
r
REVISIONS 1 BY
S �Z_C 2c_0 > 7VA
o+/ '3/2-0c, TH
-17 T"
11 jW
Date
Scale
Drawn
Job
Sheet C) a
Of $heels